CN206859204U - The equipment of construction of diaphragm wall precast wall body matching operation - Google Patents
The equipment of construction of diaphragm wall precast wall body matching operation Download PDFInfo
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- CN206859204U CN206859204U CN201720249867.XU CN201720249867U CN206859204U CN 206859204 U CN206859204 U CN 206859204U CN 201720249867 U CN201720249867 U CN 201720249867U CN 206859204 U CN206859204 U CN 206859204U
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- wall body
- precast wall
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Abstract
It the utility model is related to a kind of equipment of construction of diaphragm wall precast wall body matching operation, precast wall body bottom is provided with working chamber, the precast wall body bottom of working chamber surrounding is cutting shoe, and precast wall body upper/lower terminal is provided with the dredge operation hole of ON operation chamber and unearthed hole；The equipment of matching operation mainly includes base, stand, self-powered platform, excavator and soil suction machine, base support connection stand, stand is provided with the guide face that construction is oriented to precast wall body, self-powered platform coordinates excavator to realize elevating control, construction ground realization excavation operation is stretched into the dredge operation hole that digging arm, the excavation head of excavator may pass through precast wall body, and soil suction machine is connected to the unearthed hole top of precast wall body by soil suction flexible pipe.During construction, precast wall body is directed to construction location, opens excavator and soil suction machine carries out excavation construction, precast wall body realizes sedimentation under self gravitation and cutting shoe effect, completes precast wall body construction, and efficiency of construction is high.
Description
Technical field
Building field is the utility model is related to, is a kind of equipment of construction of diaphragm wall precast wall body matching operation.
Background technology
Diaphram wall as intercept water, antiseepage, load-bearing, water-retaining structure, be in underground engineering and Construction of Deep Foundation apply compared with
More construction technologies.Existing construction technology, mainly using trench machine, along the periphery axis of deep excavation project, protected in mud
Under the conditions of wall, a long and narrow deep trouth is excavated out, after clear groove, steel reinforcement cage is hung in groove, is then mixed under water with tremie method placing
Solidifying soil builds up a unit groove section, so carries out paragraph by paragraph, and continuous armored concrete wall together is built up in underground.Due to existing
Excavating machinery is not good enough to vertical control effect, thus generally require underground excavation it is near the ground first build lead wall, by lead wall reality
Now excavate the guiding operation of construction.Obviously, using wall and mud off construction is led, not only cost increases, and mud is to environment
Pollute larger, post-processing is more troublesome, wastes time and energy, influences integral construction progress.Therefore, need to existing diaphram wall
Construction is improved.
The content of the invention
To overcome above-mentioned deficiency, the purpose of this utility model is to provide a kind of construction of diaphragm wall dry wall to this area
The equipment of body matching operation, it is set to solve relatively complicated, the less efficient technical problem of existing construction of diaphragm wall.Its purpose
It is achieved by the following technical solution.
A kind of equipment of construction of diaphragm wall precast wall body matching operation, the precast wall body are provided with from top surface and are conducted to bottom
The dredge operation hole and unearthed hole in face, precast wall body bottom are provided with the work for simultaneously turning on the dredge operation hole and unearthed hole
Chamber, and cutting shoe is formed on the wall bottom of working chamber surrounding.The precast wall body is by setting dredge operation hole and unearthed hole, so as to suitable
Enter for excavator from dredge operation hole, dredge operation is carried out to construction surface corresponding to precast wall body bottom, using unearthed hole,
Then facilitate connection soil suction flexible pipe and soil suction machine, it is convenient to discharge soil caused by excavation in time.Above-mentioned working chamber, and work are set
Cutting shoe is formed on the wall bottom for making chamber surrounding, then facilitates precast wall body to form cutting to excavating wall by deadweight and cutting shoe, so as to
Excavate simultaneously, that is, realize precast wall body automatic sedimentation in place, improve efficiency of construction.The equipment includes base, stand, lifting work
Make platform, excavator, soil suction machine, its structural feature is connection stand above the base, and stand is provided with to the precast wall body
The guide face that is oriented to of construction, base is provided with that to be adapted to the precast wall body to be worn above base to be onstructed to entering below base
The construction hole of position；The vertical guide rod consistent with the precast wall body construction direction be set above the stand, on vertical guide rod
The self-powered platform of elevating movement is set, and self-powered platform is connected with the excavation for making elevating movement relative to self-powered platform
Machine, and excavator quantity is corresponding with the dredge operation hole number of the precast wall body；The excavator includes digging arm, excavated
Head, controller, digging arm are set relative to self-powered platform in lifting, and digging arm bottom is connected by Universal electric arm and dug
Head is dug, the rotation of the angle and excavation head of Universal electric arm is controlled by the controller circuitry；When the stand guide face
When being oriented to the precast wall body, the surface excavated head and be right against the dredge operation hole, when excavation head is with digging
When pick arm moves downward, excavate head and pass through the dredge operation hole；The soil suction machine connects soil suction flexible pipe, the sealing of soil suction flexible pipe
Connect the unearthed hole top of the precast wall body.Above-mentioned precast wall body coordinates the equipment to be constructed, can not only be effectively to prefabricated
Wall construction carries out guiding control, eliminates prior art and need to separately build and lead the cumbersome of wall and mud off, and is integrated with digging simultaneously
Pick machine, precast wall body is oriented to simultaneously, be automatically performed excavation and construct and precast wall body construction, reduce the numerous of construction segmentation progress
It is trivial, improve the efficiency of construction.
In above-mentioned precast wall body, the precast wall body is provided with a pair of symmetrically arranged dredge operation holes, described to be unearthed
Hole position is in the symmetrical center line in dredge operation hole.The structure preferably implements structure as precast wall body, and design is using more
Rationally.The precast wall body both sides are respectively equipped with groove and boss in complementary fit, are made by groove and boss contiguous prefabricated
The mutual combination of wall is more reliable, with reference to connecting sewing in realize waterproof leakproof after slip casting.
In the equipment of above-mentioned construction of diaphragm wall precast wall body matching operation, the stand sets clamp system and guiding
Mechanism, clamp system include power cylinder, swing arm, action bars, pressure roller, and described power cylinder one end is be hinged to be positioned at phase in the stand
For the back side of guide face, the piston rod of the power cylinder other end is articulated and connected action bars, and action bars both ends are flexibly connected and are symmetrical arranged
Described swing arm one end, middle part of swing arm, which is swung, is positioned at the both sides of the stand, and the other end movable axis of symmetrical swing arm connects described
Pressure roller；Linkage status between the power cylinder, swing arm, action bars, pressure roller are：Power cylinder combined operation bar is swung, action bars
The swing arm that links is formed along middle part of swing arm to be swung, and the swing arm linkage pressure roller is compressed towards the guide face of the stand or led away from described
Face；The guiding mechanism includes at least one pair of guide wheel that the precast wall body both sides on the stand guide face clamp with guiding,
This distinguishes guide wheel rotational positioning in the both sides of the stand, and is connected between guide wheel and stand for loading and unloading type.Pass through above-mentioned folder
Tight mechanism and guiding mechanism so that the said equipment forms more stable guiding to precast wall body, while by adjusting power cylinder
Active force, can effectively control clamping force of the pressure roller to precast wall body, so as to control the speed of precast wall body guiding movement,
In favor of safe and stable construction.
In the equipment of above-mentioned construction of diaphragm wall precast wall body matching operation, between the stand bottom and the base
Be be hinged, i.e. stand is set relative to base in upset, in stand the back side of relatively described guide face and the base upper surface it
Between connect to form support by first hydraulic cylinder, on the piston rod of first hydraulic cylinder one end and stand with respect to guide face the back side activity
Be hinged positioning, the first hydraulic cylinder other end are movably hinged positioning with base upper surface.By said structure, enable a device to adjust
Precast wall body ensures the perpendicularity between precast wall body and construction surface relative to the guide angle of construction surface.
In the equipment of above-mentioned construction of diaphragm wall precast wall body matching operation, the self-powered platform include lifting seat and
Translating base, the lifting seat coordinate with the vertical guide rod above the stand in lifting, and lifting seat installs the first lifting motor, institute
State vertical guide rod and be provided with straight-tooth along bar length direction, the first lifting motor output end connects first gear, and passes through the first tooth
The straight-tooth of wheel and the vertical guide rod coordinates；The translating base installs the second lifting motor, the digging arm and the translating base
Coordinate in lifting carriage, and digging arm is provided with straight-tooth along brachium direction, the second lifting motor output end connects second gear,
And coordinated by the straight-tooth of second gear and the digging arm；The translating base is slided relative to lifting seat upper surface for spacing translation
Dynamic to set, translating base bottom is fixedly connected with second hydraulic cylinder, and the piston rod of second hydraulic cylinder is fixedly connected with the lifting seat, by the
Two hydraulic cylinders control translating base relative to the spacing translation gliding of lifting seat, and the stroke of spacing translation gliding makes the excavator exist
During off working state, excavator does not hinder the precast wall body to lift to the guide face of the stand, when excavator works, excavates
The excavation head of machine is right against the surface in precast wall body dredge operation hole.By said structure, make self-powered platform and excavation
Machine will not be formed to precast wall body and interfered when precast wall body is lifted to stand guide face, made precast wall body safety, successfully lifted
Guiding construction is carried out on to stand guide face.
Further, the translating base is provided with guard rail and extension ladder, and the length of extension ladder expansion is defined to work as the liter
When drop workbench is preferably minimized position, extension ladder bottom contacts the supporting surface where the base.By the structure, convenient operation
Personnel's oscilaltion workbench, while ensure security of the operating personnel in self-powered platform operation.
In the equipment of above-mentioned construction of diaphragm wall precast wall body matching operation, the base is provided with shifting roller and height
Adjustable support pin.By this kind of structure, facilitate the overall carrying of equipment, and base is adapted to different construction grounds.
The production of the utility model precast wall body structure is simple, and constructing operation is convenient, and the matched equipment used can
Realize that excavate construction and precast wall body construction is carried out simultaneously, without mud off, is reduced construction segmentation and is carried out cumbersome, raising
Efficiency of construction, construction are more environment friendly and pollution-free.Being suitable as all kinds of precast wall bodies and construction corollary equipment in building field makes
With.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram of the utility model precast wall body.
Fig. 2 is the cross section structure diagram of the utility model precast wall body.
Fig. 3 is the dimensional structure diagram of the utility model device.
Fig. 4 is the dimensional structure diagram of the utility model device use state.
Fig. 5 is the structural representation of use state one of the utility model device.
Fig. 6 is the structural representation of use state two of the utility model device.
Fig. 7 is the structural representation of use state three of the utility model device.
Sequence number and entitled in figure：1st, precast wall body, 101, dredge operation hole, 102, hole of being unearthed, 103, waterproof groove,
104th, waterproof projection, 105, working chamber, 106, cutting shoe, 2, base, 201, construction hole, 3, shifting roller, 4, support feet, 5, vertical
Frame, 501, guide face, 6, vertical guide rod, 7, lifting seat, the 8, first lifting motor, 9, translating base, 10, excavator, 1001, excavate
Arm, 1002, Universal electric arm, 1003, excavate head, the 11, second lifting motor, 12, first hydraulic cylinder, 13, guide wheel, 14,
Pressure roller, 15, swing arm, 16, action bars, 17, power cylinder, 18, second hydraulic cylinder, 19, extension ladder, 20, soil suction flexible pipe.
Embodiment
In conjunction with accompanying drawing, the utility model is further described.
As shown in Figure 1 and Figure 2, the construction of diaphragm wall precast wall body 1 is in cube, and precast wall body both sides are provided with mutual
The groove 103 and boss 104 of conjunction are recruited, precast wall body is provided with a pair of dredge operation holes 101 and one that bottom surface is conducted to from top surface
Individual unearthed hole 102, dredge operation hole are symmetrical set relative to precast wall body, and hole position of being unearthed is in this between dredge operation hole
On symmetrical centre axle.Precast wall body bottom is provided with hollow out, and simultaneously turns on the working chamber 105 in dredge operation hole and unearthed hole, and
Cutting shoe 106 is formed on the wall bottom of working chamber surrounding.
As shown in Figure 3-Figure 5, the utility model essentially discloses a kind of and above-mentioned matching operation of precast wall body 1 equipment,
The equipment includes base 2, stand 5, self-powered platform, excavator 10, soil suction machine.Connection stand above base, stand are provided with pair
The guide face 501 that precast wall body construction is oriented to, base, which is provided with suitable precast wall body and worn above base to base lower section, to be entered
The construction hole 201 of position to be onstructed；The vertical guide rod 6 consistent with precast wall body construction direction is fixedly connected with above stand, vertically
The self-powered platform of elevating movement is set on guide rod.Self-powered platform includes lifting seat 7 and translating base 9, lifting seat with stand
The vertical guide rod of side coordinates in lifting carriage, and lifting seat installs the first lifting motor 8, and vertical guide rod is vertically provided with straight-tooth, the
One lifting motor output end connects first gear, and is coordinated by the straight-tooth of first gear and vertical guide rod, so as to realize lifting
Seat makees elevating movement relative to vertical guide rod.Translating base is connected with the excavator for making elevating movement relative to translating base, and excavates
Machine quantity is corresponding with the quantity of dredge operation hole 101 of precast wall body.Excavator include digging arm 1001, excavate head 1003,
Controller, digging arm are set relative to translating base in lifting, and digging arm bottom passes through the connecting excavator of Universal electric arm 1002
Head, the rotation of the angle and excavation head of Universal electric arm are controlled by controller circuitry.Translating base is fixedly connected with the second lifting
Motor 11, digging arm is provided with straight-tooth, the second lifting motor output end connection second gear along brachium direction, and passes through second gear
Coordinate with the straight-tooth of digging arm, so as to realize that digging arm makees elevating movement relative to translating base.Translating base and lifting seat upper surface
Between be that spacing translation gliding coordinates, translating base bottom is fixedly connected with second hydraulic cylinder 18, and the piston rod of second hydraulic cylinder is fixed
Lifting seat side is connected, translating base is controlled relative to the spacing translation gliding of lifting seat by second hydraulic cylinder, and spacing translation gliding
Stroke cause excavator in off working state, excavator does not hinder precast wall body to lift to the guide face of stand；Work as excavator
During work, the excavation head of excavator is right against the dredge operation hole of precast wall body on stand guide face, makes excavation head with excavation
When arm moves downward, excavate head and pass through dredge operation hole.Above-mentioned soil suction machine is used to connect soil suction flexible pipe 20 during dredge operation, inhales
Native flexible pipe is tightly connected the top of unearthed hole 102 of precast wall body, so as to for the soil discharge in precast wall body working chamber.
In order that the equipment of above-mentioned precast wall body matching operation can be formed to precast wall body is preferably oriented to operation, it is above-mentioned
Stand 5 sets clamp system and guiding mechanism, and clamp system includes power cylinder 17, swing arm 15, action bars 16, pressure roller 14, power
Cylinder one end is be hinged to be positioned at the back side relative with guide face 501 in stand, and the piston rod of the power cylinder other end is articulated and connected action bars,
Action bars both ends are flexibly connected symmetrically arranged swing arm one end, and middle part of swing arm swings the both sides for being positioned at stand, symmetrical swing arm
The other end is movably hinged pressure roller, and the linkage status between power cylinder, swing arm, action bars, pressure roller are：Power cylinder combined operation bar is put
Dynamic, action bars links swing arm along middle part of swing arm formation swing, and swing arm linkage compression roller is towards the guide face compression of stand or away from guide face.Lead
Include at least one pair of guide wheel 13 that the precast wall body both sides on stand guide face clamp with guiding to mechanism, this is distinguished guide wheel
Rotational positioning connects in the both sides of stand between guide wheel and stand for loading and unloading type, facilitates spacing between the replacing of guide wheel and guide wheel
Regulation.By above-mentioned clamp system and guiding mechanism, precast wall body burial and construction is effectively oriented to, while under control
Reduction of speed degree, ensure the orderly progress of construction.
In order that the said equipment can adapt to the operation of different terrain, it is be hinged between the bottom of stand 5 and base 2, that is, stands
Frame is set relative to base in upset, passes through first hydraulic cylinder with respect between the back side of guide face 501 and base upper surface in stand
12 connections form support, and the back side on the piston rod of first hydraulic cylinder one end and stand with respect to guide face is movably hinged positioning, and first
The hydraulic cylinder other end is movably hinged positioning with base upper surface.By controlling the action of first hydraulic cylinder, so as to adjust dry wall
Body phase ensures the perpendicularity between precast wall body and construction surface for the guide angle of construction surface.
In addition to said structure, the installation and debugging operation on self-powered platform, the utility model in order to facilitate operating personnel
The translating base 9 of self-powered platform is provided with guard rail and extension ladder 19, and the length of extension ladder expansion is defined to when self-powered platform drops
During to extreme lower position, the supporting surface where extension ladder bottom contact base 2, so as to facilitate operating personnel's oscilaltion workbench.
In order to facilitate the carrying of integral device, and in order that base adapts to different construction landform, base is provided with shifting roller 3 and height
Spend adjustable support pin 4.
By taking the equipment of above-mentioned construction of diaphragm wall precast wall body and matching operation as an example, to the construction method of precast wall body
Illustrated as follows.
Facilitate the track of equipment moving operation in construction area laying first, the shifting roller 3 of equipment is placed in track.
When carrying out precast wall body 1 and constructing, the support feet 4 of equipment is adjusted to making equipment reach stable holding state, followed by
The construction of precast wall body.First adjustment equipment, self-powered platform and excavator 10 are risen into a high position in advance, and make self-powered platform
Translating base 9, which drives excavator to move to, not to be influenceed precast wall body and lifts to the station state of the guide face 501 of stand 5.Then, will be prefabricated
Wall is lifted to the guide face of stand, and makes guiding mechanism of the precast wall body accurately into stand（Guide wheel 13）And clamp system（Pressure
Roller 14）In the guide space formed.Now, power cylinder 17 is operated, by power cylinder combined operation bar 16, swing arm 15, pressure roller, is made
Precast wall body is pressed in the guide face of stand by pressure roller, while precast wall body decrease speed is adjusted.Lifting work is controlled again
The translating base of platform, translating base is moved to the excavation head 1003 of excavator and be right against the dredge operation hole 101 of precast wall body just
Top, next the digging arm 1001 of excavator is controlled to be moved downward relative to translating base, until digging arm, which drives, excavates head
Through the dredge operation hole of precast wall body.Excavator and soil suction machine are now opened, excavator is by the default program of controller to pre-
The construction ground of wall bottom processed carries out dredge operation.During excavation, it is ensured that the excavated area scope for excavating head is less than dry wall
Body bottom area scope, and keep precast wall body bottom and excavate safety clearance between head.As excavator stretches into excavation, with
And soil suction machine constantly discharges the soil in precast wall body bottom working chamber 105, gravity and bottom of the precast wall body by itself
The cutting shoe 106 of portion's working chamber surrounding forms cutting to excavating wall, so as to realize automatic sedimentation.When the curtailment of above-mentioned digging arm
During continuing to decline, then control self-powered platform vertically guide rod 6 continues to move downward, until precast wall body sedimentation is in place, sink
Control self-powered platform, excavator to reset after dropping to position, complete the sedimentation of one piece of precast wall body.In the above described manner, circulation is implemented
One row's precast wall body, concrete cast is carried out to the working chamber of precast wall body bottom by the dredge operation hole of precast wall body and filled out
Fill, and to the piece slip casting between each precast wall body, i.e., the construction of complete diaphram wall in a row；Apply in proper order in the above described manner
The other precast wall bodies of work, you can complete the construction of diaphram wall, more convenient, efficiency of constructing.
Claims (7)
1. a kind of equipment of construction of diaphragm wall precast wall body matching operation, the precast wall body（1）Provided with being conducted to from top surface
The dredge operation hole of bottom surface（101）With unearthed hole（102）, precast wall body bottom, which is provided with, to be simultaneously turned on the dredge operation hole and goes out
The working chamber in native hole（105）, and cutting shoe is formed on the wall bottom of working chamber surrounding（106）；The equipment includes base（2）, stand
（5）, self-powered platform, excavator（10）, soil suction machine, it is characterised in that the base（2）Top connects stand（5）, stand sets
Have to the precast wall body（1）The guide face that is oriented to of construction（501）, base, which is provided with, is adapted to the precast wall body from base
The construction hole for entering position to be onstructed is worn to base lower section in side（201）；Set above the stand and constructed with the precast wall body
The consistent vertical guide rod in direction（6）, vertical guide rod sets the self-powered platform of elevating movement, and self-powered platform is connected with phase
Make the excavator of elevating movement for self-powered platform（10）, and excavator quantity and the dredge operation hole of the precast wall body
（101）Quantity is corresponding；The excavator includes digging arm（1001）, excavate head（1003）, controller, digging arm relative to
Self-powered platform is set in lifting, and digging arm bottom passes through Universal electric arm（1002）Connecting excavator head, Universal electric hand
The rotation of the angle and excavation head of arm is controlled by the controller circuitry；When the stand guide face is oriented to the precast wall body
When, the surface excavated head and be right against the dredge operation hole, when excavation head moves downward with digging arm, excavate
Head passes through the dredge operation hole；The soil suction machine connects soil suction flexible pipe（20）, the soil suction flexible pipe sealed connection dry wall
The unearthed hole of body（102）Top.
2. the equipment of construction of diaphragm wall precast wall body matching operation according to claim 1, it is characterised in that described
Precast wall body（1）Provided with a pair of symmetrically arranged dredge operation holes（101）, the unearthed hole（102）Positioned at dredge operation
In the symmetrical center line in hole；The precast wall body both sides are respectively equipped with the groove in complementary fit（103）And boss（104）.
3. the equipment of construction of diaphragm wall precast wall body matching operation according to claim 1, it is characterised in that described
Stand（5）Clamp system and guiding mechanism, clamp system is set to include power cylinder（17）, swing arm（15）, action bars（16）, pressure roller
（14）, described power cylinder one end is be hinged to be positioned in the stand relative to guide face（501）The back side, the work of the power cylinder other end
Stopper rod is articulated and connected action bars, and action bars both ends are flexibly connected symmetrically arranged described swing arm one end, and middle part of swing arm swings positioning
In the both sides of the stand, the other end movable axis of symmetrical swing arm connects the pressure roller；The power cylinder, swing arm, action bars, pressure roller
Between linkage status be：Power cylinder combined operation bar is swung, and action bars linkage swing arm is formed along middle part of swing arm to be swung, swing arm connection
The pressure roller is moved to compress towards the guide face of the stand or away from the guide face；The guiding mechanism includes at least one pair of to described vertical
Precast wall body on frame guide face（1）Both sides clamp the guide wheel of guiding（13）, this distinguishes guide wheel rotational positioning in described vertical
The both sides of frame, and connected between guide wheel and stand for loading and unloading type.
4. the equipment of construction of diaphragm wall precast wall body matching operation according to claim 1, it is characterised in that described
Stand（5）Bottom and the base（2）Between be hinged, i.e. stand is set relative to base in upset, relatively described in stand
Guide face（501）The back side and the base upper surface between pass through first hydraulic cylinder（12）Connection forms support, first hydraulic cylinder
The back side on the piston rod of one end and stand with respect to guide face is movably hinged positioning, and the first hydraulic cylinder other end is lived with base upper surface
Dynamic be hinged positioning.
5. the equipment of construction of diaphragm wall precast wall body matching operation according to claim 1, it is characterised in that described
Self-powered platform includes lifting seat（7）And translating base（9）, the lifting seat and the stand（5）The vertical guide rod of top（6）It is in
Lifting coordinates, and lifting seat installs the first lifting motor（8）, the vertical guide rod is provided with straight-tooth along bar length direction, described first liter
Motor output end connection first gear is dropped, and is coordinated by first gear and the straight-tooth of the vertical guide rod；The translating base peace
Fill the second lifting motor（11）, the digging arm（1001）Coordinate with the translating base in lifting carriage, and digging arm is along brachium
Direction is provided with straight-tooth, and the second lifting motor output end connects second gear, and passes through second gear and the digging arm
Straight-tooth coordinates；The translating base is that spacing translation gliding is set relative to lifting seat upper surface, and translating base bottom is fixedly connected with the
Two hydraulic cylinders（18）, the piston rod of second hydraulic cylinder is fixedly connected with the lifting seat, relative by second hydraulic cylinder control translating base
In the spacing translation gliding of lifting seat, and the stroke of spacing translation gliding makes the excavator（10）In off working state, excavate
Machine does not hinder the precast wall body（1）Lift to the guide face of the stand（501）, when excavator works, the excavation of excavator
Head（1003）It is right against precast wall body dredge operation hole（101）Surface.
6. the equipment of construction of diaphragm wall precast wall body matching operation according to claim 5, it is characterised in that described
Translating base（9）Provided with guard rail and extension ladder（19）, extension ladder expansion length be defined to when the self-powered platform drops to most
During lower position, extension ladder bottom contacts the base（2）The supporting surface at place.
7. the equipment of construction of diaphragm wall precast wall body matching operation according to claim 1, it is characterised in that described
Base（2）Provided with shifting roller（3）With adjustable height support feet（4）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720249867.XU CN206859204U (en) | 2017-03-15 | 2017-03-15 | The equipment of construction of diaphragm wall precast wall body matching operation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720249867.XU CN206859204U (en) | 2017-03-15 | 2017-03-15 | The equipment of construction of diaphragm wall precast wall body matching operation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206859204U true CN206859204U (en) | 2018-01-09 |
Family
ID=60815821
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720249867.XU Expired - Fee Related CN206859204U (en) | 2017-03-15 | 2017-03-15 | The equipment of construction of diaphragm wall precast wall body matching operation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206859204U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117533938A (en) * | 2024-01-10 | 2024-02-09 | 河南远辰祥建设工程有限公司 | Prefabricated wallboard component overhead hoist |
-
2017
- 2017-03-15 CN CN201720249867.XU patent/CN206859204U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117533938A (en) * | 2024-01-10 | 2024-02-09 | 河南远辰祥建设工程有限公司 | Prefabricated wallboard component overhead hoist |
| CN117533938B (en) * | 2024-01-10 | 2024-04-12 | 河南远辰祥建设工程有限公司 | Prefabricated wallboard component overhead hoist |
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